Latter-day-LR 940922Rone Engineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
Proiect
CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS
Number I Sample Date IRe
D4251B-01-28170 [ SEPT. 19, 1994 ,
lo
JOHN HORTON ARCHITECT
Rone 'neers
Test I I Moisture Content (%)
No. I Field I Optimum
"~P urchase Order
3rt Date
~EPT. 22, 1994
Received From Technician
TIM )UKE
Location Proct¢
5' SOUTH OF STA: 0+06 23.0 21.0 96,
LIFT/DEPTH 5' BELOW
MATERIAL GRAY SHALE
SEWER LINE 21.0 21.0 96.
STA: 0+90
LIFT/DEPTH 4' BELOW
MATERIAL GRAY SHALE
SEWER LINE 22.0 21.0 96.
STA: 1+25
LIFT/DEPTH 2' BELOW
MATERIAL GRAY SHALE
SEWER LINE 22.0 21.0 96
STA: 1+75
LIFT/DEPTH 1' BELOW
MATERIAL GRAY SHALE
Remarks and/or Distribution
JOHN R. HORTON/JOHN R. HORTON (1), W. B. KIBLER COt
SAM CARDWELL (1)
* DOES NOT MEET PROJECT SPECIFICATIONS
tnsity (pcf)
, r Field
0 87.2
Percent
Density
91.0*
0 93.5 97.0
0 92.7 97.0
0 92.0 95.0
fSTRUCTION/
Rone Engineers
LIMITATIONS: The test re.~ults pre.~ented herein were prepared based uOon the sDecific samples 0rovided for testing. We assume no resl:~or sibilily for
variation in quality (composition, aoc~,arance, performance, etc.) or any other feature of similar subject matter provided by persons or conditi, )ns over which
we have no control. Our letters and releo~ts are for the exclusive use of the clients to whom they are addressed.
Rone Engineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
Prelect
CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS
Number Samole Date
D4251B-01-28170 SEPT. 19, 1994
To
JOHN HORTON ARCHITECT
Receded From
Test I
No.
5
6
7
RePI
8
I Moisture Content (%)
Location Field Optimum
Technician
TIM
De
P recto,
SEWER LINE 20.0 21.0 96
STA: 1+50
LIFT/DEPTH 2' BELOW
MATERIAL GRAY SHALE
RETEST ~1 THIS REPORT 20.0 21.0 96
STA: 0+06
LIFT/DEPTH 5' BELOW
MATERIAL GRAY SHALE
SEWER LINE 21.0 21.0 96
STA: 0+75
LIFT/DEPTH 6' BELOW
MATERIAL GRAY SHALE
SEWER LINE 22.0 21.0 96
STA: 1+80
LIFT/DEPTH 7' BELOW
GRAY SHALE
IMaterial
n ineers
Purchase Order
,rt Date
~EPT. 22, 1994
)UKE
TestAN~D 698 D 2922 D 3017
Re~s and/or ~td~tion
JOHN R. HORTON/JOHN R. HORTON (Z), W. B. KIBLER CO1
SAM CARDWELL (1)
~sity (pcf) Percent
Field Density
0 94.0 98.0
0 93.2 97.0
0 93.2 97.0
0 92.0 96.0
Rone Engineers
[STRUCTION/
LIMITATIONS: The test results ore~ented herein were prepared based ul3on the soecific samples provided for testing. We assume ne resDom ibility for
variation in quality (cOmposition, ao~earance, performance, etc. or any other feature of similar subject matter 13rovided by persons or conditioI is over which
we have no control. Our attars and re!oo~ts are el' the exclusive use of the clients to whom they are addres~,~d.
Rone Engineer
Geotechnical Con%~tnts
Materials Testing~
Field Moisture/Density Test Report
Proiect
CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS
N~ber I Samp~ Date Re~
D4251B-01-28184 [ SEPT. 20, 1994
To
JOHN HORTON ARCHITECT
Recc%ved F rom
Test
.o. Location
Moisture Content (%)
RoneEn ineers
Field
IPurchase Order
ort Date
SEPT. 22, 1994
m~n|
TIM ~UKE
D~nsity {pcf)
I Optimum Proctlr Fed
9 SEWER LINE 20.0 21.0 96
STA: 0+70
IMater!al
LIFT/DEPTH 8' BELOW
MATERIAL GRAY SHALE
IPercent
Densi[y
0 93.0 97.0
TestA~dD 698 D 2922 D 3017
Remarks and/or DistdbuUon
JOHN R. HORTON/JOHN R. HORTON (1), W. B. KIBLER CC
SAM CARDWELL (1)
NSTRUCTION/
Rone Engineers
IMITATIONS: The test results f3resented herein were preDared based um3n the $oeclftc samples Orovided for testing. We assume no reslx risibility for
valiation in quality (composition, aOOearanca, performance, etc.) or any other feature of similar subiect ma[tar orovided by pe~3ns or condi~ ions owe~ which
we have no control. Our le~ters and ret:,o~ts are for the exclusive use of the clients to whom they are a(:ldressed.
Rone Engineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
RoneE
ineers
3roi~t
CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS
N~ber Samp~Date Re
p
D4251B-O1-28200
SEPT. 21, 1994 ;
To
JOHN HORTON ARCHITECT
Received From
Test I
No.
Purchase Order
3rt Date
~EPT. 22, 1994
Technician
TIM )UKE
Dt
Location Proct¢
Moisture Content (%)
Field I Optimum
20.0 21.0
10 8" SEWER LATERAL 96
20' WEST OF SEWER MAIN
LIFT/DEPTH 1' BELOW
MATERIAL GRAY SHALE
11 8" SEWER LATERAL 21.0 21.0 96
30' WEST OF SEWER MAIN
LIFT/DEPTH 2' BELOW
MATERIAL GRAY SHALE
12 8" SEWER LATERAL 21.0 21.0 96.
50' WEST OF SEWER MAIN
LIFT/DEPTH 3' BELOW
MATERIAL GRAY SHALE
Tes~c'l~dD 698 D 2922 D 3017 IMatera~
~nsity ( pcf] Percent
,r I Field Density
I
0 93.2 97.0
0 91.0 95.0
0 92.2 96.0
[STRUCTION/
Remarks nnd/or ~td~tion
JOHN R. HORTON/JOHN R. HORTON (Z), W. B. KIBLER CO!
SAM CARDWELL (1)
Rone Engineers-'- ....
LfMITATIONS: The te~lt results OreSented herein were prepared based upon the s~ecific samples provided for testing. We assume no respo~l iibilily for
variation in quality [composition, aopemance, ~3edormance, etc.) or any other featu~ of similar subtect matter provided by persons or conditi¢ ns over which
use of the ctlents to whom they are addressed.
have no control. Our tatters an~ rel;,olts are for the exclusive '
Rone Engi!
Geotechnic_~
Materials Tesl
~ultants
GENERAL REPORT
PROJECT: Church of Jesus Christ of Latter-Day Saint~
REPORT NO.: D4251B-28148 REPORT D~
CLIENT: John Horton Architect SAMPLE D~
REPORT OF LABORATORY TESTS
performed under Standard Test Method ASTM D6
MOISTURE-DENSITY RELATION OF SOILS
Using A 5.5 LB Rammer and 12-Inch Drop
METHOD A
Source of Material: On Site Material
Material Description: Tan & Brown Shaley Clay
Laboratory Results
Maximum Dry Density, Lbs. per. Cubic Foot: 109.5
Optimum Moisture Content, Percent: 16.8
Ad4itional Data
Liquid Limit (LL): 40
Plasticity Index (PI): 22
SAMPLED BY: Pa~
RONE ENGINEERS, INC.
TE: 09-22-94
.TE: 09-09-94
for
~1 Stowell
Rone Engineers